Bridge Statistics for Hardin, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 200ft / 61.4mTotal length
- $4,601,000Total costs
- 31,252Total average daily traffic
- 2,093Total average daily truck traffic
- 34,054Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hardin
- No street view available for this location
- New bridges - historical statistics
- 51920-1929
- 71930-1939
- 21950-1959
- 11970-1979
- 11980-1989
- 51990-1999
- 42000-2009
- Bridge Condition - Deck
- 18.8%Good
- 62.5%Satisfactory
- 18.8%Fair
- Bridge Condition - Superstructure
- 25.0%Good
- 56.3%Satisfactory
- 12.5%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- 25.0%Poor
- Bridge Condition - Channel
- 4.0%Very good
- 36.0%Good
- 44.0%Satisfactory
- 8.0%Fair
- 8.0%Poor
- Bridge Condition - Culverts
- 88.9%Satisfactory
- 11.1%Fair
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Structure Number: 18C00116N, Location: .1 MI-S-J-WASHER ROAD (Lat: 36.743889, Lng: -88.322222), Route carried "on" structure: County highway 1431, Year Built: 1985, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 81 (year 2010), Average Future Daily Traffic: 70 (year 2030), Features Intersected: WADES CREEK, Facility Carried by Structure: JACKSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.666, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $165,000, Total Project Cost: $164,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18C00116N, Location: .1 MI-S-J-WASHER ROAD (Lat: 36.743889, Lng: -88.322222), Route carried "on" structure: County highway 1431, Year Built: 1985, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 81 (year 2010), Average Future Daily Traffic: 70 (year 2030), Features Intersected: WADES CREEK, Facility Carried by Structure: JACKSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.666, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $165,000, Total Project Cost: $164,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18C00120N, Location: 1.3 MI E JCT KY 783 (Lat: 36.734722, Lng: -88.336667), Route carried "on" structure: County highway 1438, Year Built: 1990, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 144 (year 2010), Average Future Daily Traffic: 125 (year 2030), Design Load: HS 20, Features Intersected: WADES CREEK, Facility Carried by Structure: CHARLEY MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.364, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18C00120N, Location: 1.3 MI E JCT KY 783 (Lat: 36.734722, Lng: -88.336667), Route carried "on" structure: County highway 1438, Year Built: 1990, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 144 (year 2010), Average Future Daily Traffic: 125 (year 2030), Design Load: HS 20, Features Intersected: WADES CREEK, Facility Carried by Structure: CHARLEY MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.364, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18C00129N, Location: .8 MI- W.JCT US 641 (Lat: 36.745278, Lng: -88.317222), Route carried "on" structure: County highway 1433, Year Built: 1995, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 210 (year 2010), Average Future Daily Traffic: 182 (year 2030), Features Intersected: BRANCH WADES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.648, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18C00129N, Location: .8 MI- W.JCT US 641 (Lat: 36.745278, Lng: -88.317222), Route carried "on" structure: County highway 1433, Year Built: 1995, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 210 (year 2010), Average Future Daily Traffic: 182 (year 2030), Features Intersected: BRANCH WADES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.648, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 79B00028N, Location: 1.5 MI NOR. OF JCT KY 80 (Lat: 36.783333, Lng: -88.319444), Route carried "on" structure: State highway 1824, Year Built: 1930, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,466 (year 2020), Average Future Daily Traffic: 1,290 (year 2040), Design Load: H 20, Features Intersected: JACK MORRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79B00028N, Location: 1.5 MI NOR. OF JCT KY 80 (Lat: 36.783333, Lng: -88.319444), Route carried "on" structure: State highway 1824, Year Built: 1930, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,466 (year 2020), Average Future Daily Traffic: 1,290 (year 2040), Design Load: H 20, Features Intersected: JACK MORRIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.358, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 79B00029N, Location: .40 MI NOR. OF JCT KY 80 (Lat: 36.771944, Lng: -88.307222), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,466 (year 2020), Average Future Daily Traffic: 1,290 (year 2040), Design Load: H 20, Features Intersected: PEGGY ANN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $142,000, Total Project Cost: $141,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79B00029N, Location: .40 MI NOR. OF JCT KY 80 (Lat: 36.771944, Lng: -88.307222), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,466 (year 2020), Average Future Daily Traffic: 1,290 (year 2040), Design Load: H 20, Features Intersected: PEGGY ANN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $142,000, Total Project Cost: $141,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 79B00030N, Location: .28 MI SOU. OF JCT KY 80 (Lat: 36.763333, Lng: -88.301389), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 939 (year 2039), Design Load: H 20, Features Intersected: IRVIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.564, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79B00030N, Location: .28 MI SOU. OF JCT KY 80 (Lat: 36.763333, Lng: -88.301389), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 939 (year 2039), Design Load: H 20, Features Intersected: IRVIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.564, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 79B00031N, Location: .33 MI SOU. OF JCT KY 80 (Lat: 36.762500, Lng: -88.300833), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 939 (year 2039), Design Load: H 20, Features Intersected: IRVIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 79B00031N, Location: .33 MI SOU. OF JCT KY 80 (Lat: 36.762500, Lng: -88.300833), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 939 (year 2039), Design Load: H 20, Features Intersected: IRVIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.468, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 79B00032N, Location: .72 MI SOU. OF JCT KY 80 (Lat: 36.757778, Lng: -88.297778), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 939 (year 2039), Design Load: H 20, Features Intersected: ROCKHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.27m (0.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $20,000, Total Project Cost: $259,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79B00032N, Location: .72 MI SOU. OF JCT KY 80 (Lat: 36.757778, Lng: -88.297778), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Posted for load, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 939 (year 2039), Design Load: H 20, Features Intersected: ROCKHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.27m (0.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $20,000, Total Project Cost: $259,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 79B00033N, Location: .91 MI SOU. OF JCT KY 80 (Lat: 36.755000, Lng: -88.297778), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Posted for load, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 939 (year 2039), Design Load: H 20, Features Intersected: ROCKHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.29m (0.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $23,000, Total Project Cost: $287,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79B00033N, Location: .91 MI SOU. OF JCT KY 80 (Lat: 36.755000, Lng: -88.297778), Route carried "on" structure: State highway 1824, Year Built: 1929, Status: Posted for load, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,068 (year 2019), Average Future Daily Traffic: 939 (year 2039), Design Load: H 20, Features Intersected: ROCKHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.552, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.29m (0.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $264,000, Roadway Improvement Cost: $23,000, Total Project Cost: $287,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 79B00036N, Location: .80 MI WEST OF JCT KY 783 (Lat: 36.764722, Lng: -88.363889), Route carried "on" structure: State highway 402, Year Built: 1932, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,031 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 907 (year 2039), Features Intersected: SO FK OF SOLDIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.270, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 79B00036N, Location: .80 MI WEST OF JCT KY 783 (Lat: 36.764722, Lng: -88.363889), Route carried "on" structure: State highway 402, Year Built: 1932, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,031 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 907 (year 2039), Features Intersected: SO FK OF SOLDIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.270, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 79B00037N, Location: .25 MI EAST OF JCT KY 182 (Lat: 36.767222, Lng: -88.299444), Route carried "on" structure: State highway 402, Year Built: 1932, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: H 15, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.045, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $218,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 79B00037N, Location: .25 MI EAST OF JCT KY 182 (Lat: 36.767222, Lng: -88.299444), Route carried "on" structure: State highway 402, Year Built: 1932, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: H 15, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.045, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $218,000, Total Project Cost: $217,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 79B00038N, Location: .70 MI WEST OF JCT KY 962 (Lat: 36.768611, Lng: -88.286667), Route carried "on" structure: State highway 402, Year Built: 1933, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: H 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 79B00038N, Location: .70 MI WEST OF JCT KY 962 (Lat: 36.768611, Lng: -88.286667), Route carried "on" structure: State highway 402, Year Built: 1933, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: H 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 79B00039N, Location: .40 MI WEST OF JCT KY 962 (Lat: 36.768889, Lng: -88.282222), Route carried "on" structure: State highway 402, Year Built: 1933, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: H 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,129,000, Total Project Cost: $1,128,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 79B00039N, Location: .40 MI WEST OF JCT KY 962 (Lat: 36.768889, Lng: -88.282222), Route carried "on" structure: State highway 402, Year Built: 1933, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: H 20, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $1,129,000, Total Project Cost: $1,128,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 79B00040N, Location: .20 MI WEST OF JCT KY 962 (Lat: 36.768611, Lng: -88.278056), Route carried "on" structure: State highway 402, Year Built: 1933, Status: Posted for load, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: H 15, Features Intersected: EAST FORK CLARKS RIVER
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 15.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 16, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.96m (6.43ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $2,353,000, Total Project Cost: $2,353,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 79B00040N, Location: .20 MI WEST OF JCT KY 962 (Lat: 36.768611, Lng: -88.278056), Route carried "on" structure: State highway 402, Year Built: 1933, Status: Posted for load, Structure Length: 19.60m (64.30ft), Average Daily Traffic: 2,243 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,973 (year 2040), Design Load: H 15, Features Intersected: EAST FORK CLARKS RIVER
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 15.960, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 16, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.96m (6.43ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Other Special Inspection Date: July 2020, Bridge Improvement Cost: $2,353,000, Total Project Cost: $2,353,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 79B00042N, Location: .15 MI EAST OF JCT KY 783 (Lat: 36.764722, Lng: -88.331667), Route carried "on" structure: State highway 402, Year Built: 1932, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,640 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,443 (year 2038), Design Load: H 20, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 79B00042N, Location: .15 MI EAST OF JCT KY 783 (Lat: 36.764722, Lng: -88.331667), Route carried "on" structure: State highway 402, Year Built: 1932, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,640 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 1,443 (year 2038), Design Load: H 20, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 79B00085N, Location: .20 MI NOR. OF JCT KY 80 (Lat: 36.769444, Lng: -88.369167), Route carried "on" structure: State highway 1311, Year Built: 1952, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 390 (year 2018), Average Future Daily Traffic: 343 (year 2038), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 79B00085N, Location: .20 MI NOR. OF JCT KY 80 (Lat: 36.769444, Lng: -88.369167), Route carried "on" structure: State highway 1311, Year Built: 1952, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 390 (year 2018), Average Future Daily Traffic: 343 (year 2038), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 79B00087N, Location: 1.3 MI NOR. OF JCT KY 80 (Lat: 36.783889, Lng: -88.278611), Route carried "on" structure: State highway 962, Year Built: 1952, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 720 (year 2020), Average Future Daily Traffic: 633 (year 2040), Features Intersected: UNNAME STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 6 months, Inspection Date: July 2021
Structure Number: 79B00087N, Location: 1.3 MI NOR. OF JCT KY 80 (Lat: 36.783889, Lng: -88.278611), Route carried "on" structure: State highway 962, Year Built: 1952, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 720 (year 2020), Average Future Daily Traffic: 633 (year 2040), Features Intersected: UNNAME STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 6 months, Inspection Date: July 2021
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Structure Number: 79B00121N, Location: .80 MI NOR. OF JCT KY 80 (Lat: 36.774722, Lng: -88.318611), Route carried "on" structure: US 641, Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 10,220 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,606 (year 2040), Features Intersected: MYERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.246, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 79B00121N, Location: .80 MI NOR. OF JCT KY 80 (Lat: 36.774722, Lng: -88.318611), Route carried "on" structure: US 641, Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 10,220 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 9,606 (year 2040), Features Intersected: MYERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.246, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 79C00056N, Location: 0.1 MI E. OF KY 1824 (Lat: 36.764444, Lng: -88.300556), Route carried "on" structure: City street 3002, Year Built: 1991, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 154 (year 2011), Average Future Daily Traffic: 133 (year 2031), Design Load: HS 20, Features Intersected: MARTINS CREEK, Facility Carried by Structure: 4TH ST IN HARDIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.171, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $52,000, Total Project Cost: $52,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79C00056N, Location: 0.1 MI E. OF KY 1824 (Lat: 36.764444, Lng: -88.300556), Route carried "on" structure: City street 3002, Year Built: 1991, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 154 (year 2011), Average Future Daily Traffic: 133 (year 2031), Design Load: HS 20, Features Intersected: MARTINS CREEK, Facility Carried by Structure: 4TH ST IN HARDIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.171, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $52,000, Total Project Cost: $52,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 79C00057N, Location: .8 MI S KY 80 (Lat: 36.759167, Lng: -88.295278), Route carried "on" structure: City street 3016, Year Built: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: WADES CREEK, Facility Carried by Structure: TROUT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79C00057N, Location: .8 MI S KY 80 (Lat: 36.759167, Lng: -88.295278), Route carried "on" structure: City street 3016, Year Built: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 40 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 25 or greater, Features Intersected: WADES CREEK, Facility Carried by Structure: TROUT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 79C00068N, Location: .7 MI-NW JCT KY 1897 (Lat: 36.811667, Lng: -88.288611), Route carried "on" structure: County highway 1185, Year Built: 1996, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 153 (year 2011), Average Future Daily Traffic: 133 (year 2031), Design Load: HS 25 or greater, Features Intersected: EAST FORK CLARKS RIVER, Facility Carried by Structure: DOGTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.033, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79C00068N, Location: .7 MI-NW JCT KY 1897 (Lat: 36.811667, Lng: -88.288611), Route carried "on" structure: County highway 1185, Year Built: 1996, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 153 (year 2011), Average Future Daily Traffic: 133 (year 2031), Design Load: HS 25 or greater, Features Intersected: EAST FORK CLARKS RIVER, Facility Carried by Structure: DOGTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.033, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 79C00073N, Location: 1 MI NWJCT KY 1897 (Lat: 36.815556, Lng: -88.296389), Route carried "on" structure: County highway 1185, Year Built: 2001, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 153 (year 2011), Average Future Daily Traffic: 133 (year 2031), Design Load: HS 20, Features Intersected: BEAVER DAM SCOUCH, Facility Carried by Structure: DOGTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.868, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79C00073N, Location: 1 MI NWJCT KY 1897 (Lat: 36.815556, Lng: -88.296389), Route carried "on" structure: County highway 1185, Year Built: 2001, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 153 (year 2011), Average Future Daily Traffic: 133 (year 2031), Design Load: HS 20, Features Intersected: BEAVER DAM SCOUCH, Facility Carried by Structure: DOGTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.868, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 79C00081N, Location: .02 MI NE OF KY. 1824 (Lat: 36.783333, Lng: -88.318611), Route carried "on" structure: County highway 1647, Year Built: 2001, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 2,029 (year 2029), Features Intersected: MYERS CREEK, Facility Carried by Structure: WALNUT GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.507, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79C00081N, Location: .02 MI NE OF KY. 1824 (Lat: 36.783333, Lng: -88.318611), Route carried "on" structure: County highway 1647, Year Built: 2001, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 2,029 (year 2029), Features Intersected: MYERS CREEK, Facility Carried by Structure: WALNUT GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.507, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 79C00082N, Location: .4 MI NE OF KY 1824 (Lat: 36.777778, Lng: -88.305556), Route carried "on" structure: County highway 1198, Year Built: 2001, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 2,029 (year 2029), Design Load: HS 20, Features Intersected: MYERS CREEK, Facility Carried by Structure: STARK CEMETERY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.639, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 79C00082N, Location: .4 MI NE OF KY 1824 (Lat: 36.777778, Lng: -88.305556), Route carried "on" structure: County highway 1198, Year Built: 2001, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2009), Average Future Daily Traffic: 2,029 (year 2029), Design Load: HS 20, Features Intersected: MYERS CREEK, Facility Carried by Structure: STARK CEMETERY RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.639, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 79C00083N, Location: .08 MI N. OF KY. 402 (Lat: 36.769167, Lng: -88.295833), Route carried "on" structure: City street 3020, Year Built: 2000, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 34 (year 2031), Features Intersected: MARTINS CREEK, Facility Carried by Structure: OLD LIBERTY SHC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber
Structure Number: 79C00083N, Location: .08 MI N. OF KY. 402 (Lat: 36.769167, Lng: -88.295833), Route carried "on" structure: City street 3020, Year Built: 2000, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 34 (year 2031), Features Intersected: MARTINS CREEK, Facility Carried by Structure: OLD LIBERTY SHC RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber